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FRAMING NOTES: <br />1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE <br />CONCRETE TO WOOD ROOF: SIMPSON HETA18 W/ (9) 10d x 1 1/2" HDG NAILS. <br />CONCRETE TO WOOD FLOOR: <br />SIMPSON LTA2 Wl (8) 1Od x 1 1/2" HDG NAILS, V400D TO WOOD: <br />SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. <br />2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER <br />SCHEDULE. <br />3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE <br />MEETING THE REQUIREMENTS OF AFC-01 AND APPLIED IN ACCORDANCE WITH <br />MANUFACTURER'S SPECIFICATIONS. <br />4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS <br />ARE TO BE GALVANIZED. <br />5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, <br />CONNECTERS ARE TO BE GALVANIZED. <br />6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE <br />CONCRETE LINTELS. <br />7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND <br />CLEAR SPAN OPENINGS. <br />8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). <br />9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE <br />SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE <br />FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS <br />LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND <br />APPROVAL. <br />10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES <br />SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED <br />FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. <br />11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END <br />UNLESS OTHERWISE SHOWN DIFFERENT. <br />12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON <br />RATIONAL ANALYSIS. <br />13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS <br />NOTED OTHERWISE. <br />HEADER SCHEDULE <br />MARK <br />SIZE & DESCRIPTION <br />REMARK <br />O(2)2x6 <br />(2) 2X12 <br />BEAM SCHEDULE <br />INDICATES OPENING BELOW/ T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / T.O.A. = TOP OF ARCH / T.O.S -TOP OF SLAB <br />ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT <br />MARK <br />DESCRIPTION <br />(psi) <br />WxH, <br />REINFORCEMENT <br />STIRRUPS <br />REMARKS <br />BTM. <br />TOP <br />MID <br />SIZE <br />SPACING <br />SBI <br />MASONRY <br />3000 <br />8x16 <br />— <br />(1)#5 <br />(1)#5 <br />NIA <br />— <br />GROUTED SOLID <br />B82 <br />MASONRY <br />3000 <br />8x8 <br />(1)#5 <br />N/A <br />GROUTED SOLID <br />SEE SHEET <br />S5.1A FOR <br />SAFE LOAD TABLES <br />8F8-IT/OM/OB <br />UNO PROVIDE B82 <br />WHERE ROOF TRUSSES <br />BEAR. TOP OF WALL <br />EL. I T-4" LINO <br />I <br />I <br />I <br />I <br />I <br />I <br />♦ I <br />Y <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 i ♦ ♦, 1 <br />1 ,` `♦ i <br />I 1 `% ♦ 1 4 <br />I 1 ♦ 8 ♦♦ 1 <br />1 `♦ , 8F8-1T/0M/0B% 1 <br />I 1 1 <br />I A <br />♦ ♦ 1"r----Y---y <br />I ; ♦♦ <br />1 , ♦ 1 <br />I -I ♦- 1 <br />1 <br />1 <br />1 <br />1 <br />4 1 <br />1 <br />1 <br />1 <br />SECOND FLOOR LIFT BEAM PLAN <br />SCALE: 1X' = 1'4' <br />JUN <br />1441 N.RONALD REAGAN BLVD <br />LONGWOOD, FL 327E0 <br />PH: 407.7748078 <br />FAX: 407.774-4078 <br />www.abdesigngroup.com <br />AA #: 0003326 j <br />1 <br />sit <br />� <br />a <br />.y <br />mm <br />OVODIV. Ale 70711 <br />ABBOTT PARK <br />LOT# 16 <br />BLK. 11 <br />PROJECT# <br />04181.000-16111 <br />MODEL• <br />3EEB <br />"2260—ELSTON" <br />GARAGE OWING: <br />LEFT <br />PAGE: <br />SECOND FLOOR <br />LIFT BEAM PLAN <br />AND NOTES <br />60 H <br />DAM 05/25/21 <br />OCALE: 1/4"=1'-0" <br />SHEET <br />S5 <br />